12.07.2015 Views

MODELO BIDIMENSIONAL NO LINEAL PARA EL ANÁLISIS DEL ...

MODELO BIDIMENSIONAL NO LINEAL PARA EL ANÁLISIS DEL ...

MODELO BIDIMENSIONAL NO LINEAL PARA EL ANÁLISIS DEL ...

SHOW MORE
SHOW LESS

You also want an ePaper? Increase the reach of your titles

YUMPU automatically turns print PDFs into web optimized ePapers that Google loves.

Modelo Bidimensional No Lineal para el Análisis del Comportamiento Dinámico de Estructuras TérreasMéndez, BC (2004). “Investigación experimental de la fricción dinámica en una interfazmadera sobre madera.” Tesis de maestría. Universidad Nacional Autónoma de México,México, DFMéndez, B. C. and Romo, M. P., 2005a. “Transition from the static to the kineticcoefficient of friction.” Proceedings of the 11th international conference of IACMAG,Turin, Italy.Méndez, B. C. and Romo, M. P., 2005b. “Experiments on frictional behavior of a slidingblock.” Engineering Institute publications, UNAM, México, DF, 39 pp (in press).Nadim, F. and Whitman, R. V. (1983). “Seismically Induced Movement of RetainingWalls.” Journal of the Geotechnical Engineering Division. ASCE. 1983; 109 (GT7): 915-31.Newmark, N. M. (1963). “Earthquake Effects on Dams and Embankments.” Presented atthe October 7-11, ASCE Struct. Eng. Conf., San Francisco.Newmark, N. M. (1965).” Effects of Earthquakes on Dams and Embankments.”Geotechnique. 15 (2), 139-160.Sarma, S. K. and Chlimintzas, G. O. (2001). “Co-seismic & Post-seismic Displacements ofSlopes.” XV ICSMEG TC4. Satellite Conference on “Lessons Learned from Recent StrongEarthquakes”. 25 august, 2001, Istanbul, Turkey. 183-188.Rathje, E. M and Bray, J. D. (2000). “Nonlinear Coupled Seismic Analysis of EarthStructures.” Journal of Geotechnical and Geoenvironmental Engineering. ASCE, 2000;126 (11): 1002-1014.Richards, R. J. and Elms, D. (1979). “Seismic Behavior of Gravity Retaining Walls.”Journal of the Geotechnical Engineering Division. ASCE, Vol. 105, No. GT4, Apr., pp449-464.Romo, M. P. (1971). “Análisis de Estabilidad de Taludes en Términos de susDeformaciones Exteriores.” Tesis de Maestría. Universidad Nacional Autónoma deMéxico.Romo, M. P. y Reséndiz, D. (1980). “Computed and Observed Deformation of TwoEmbankment Dams Under Seismic Loading.” International Conference on Design of Damsto Resist Earthquake, The Institution of Civil Engineers, London, pp 219-226, October 1 y2.Romo, M. P. y Aguilar, J. I. (1995). “Desplazamientos Permanentes en TerraplenesCausados por Sismos.” Informe Instituto de Ingeniería. Universidad Nacional Autónomade México, México.Romo, M. P. (1995). “Clay Behavior, Ground Response and Soil-Structure Interaction;Studies in Mexico City.” Third International Conference on Recent Advances inGeotechnical Earthquake Engineering and Soil Dynamics, St. Louis Missouri, 2: 1039.Sarma, S. K. and Chlimintzas, G. O. (2001). “Co-seismic & Post-seismic Displacements ofSlopes.” XV ICSMEG TC4. Satellite Conference on “Lessons Learned from Recent StrongEarthquakes” 25 august, 2001, Istanbul, Turkey. 183-188.31

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!